83 c) the tests aimed at specific applications, e.g. for: I) restitution of high-mountainous models, II) aerial triangulation methods (aeropolygon, methods using auxiliary data), Regarding the type of tests we distinguish between: I) integral testscovering the entire flow of information between the input and output as a unit. The execution is relatively easy but the detection power is generally low. II) differential testsor partial tests. They may have a high detection power, but not all operations are accessible for such tests. Differential tests apply to: individual operations (tracking, metr. corresp., record.), transmissions (opt., mechan., electr., specific conditions (metric, physical), calibration of zero positions (inner and outer orientation). The means for execution can be subdivided into standard inputs and auxiliary measuring or reference devices. a) A standard input is a record of selected information. The input structure consists of a record and the corresponding pro gramme of presenting the information (temporal and spatial) from the record to the system. The input structure can be defined as: Si Di, D (R{ -f Mi), where the trend is to make Di or Mi insignificant. Dt represents the imperfections of the input, con sisting of regular Rt and random errors Mi, R{ and Mt are superimposed. A standard input should fulfil the following requirements: I) it should be representative for the intended purpose of the test, II) it should stimulate disturbances to be investigated and be insensitive to other disturbances (in detective tests), III) the execution of the test and the subsequent data processing should be straightforward and efficient. For testing of photogrammetric instruments the following stan dard inputs are commonly used: I) Grid platesfor the stationary or metric tests. The grids differ according to: density of points, orientation of lines, geometric properties (square, perspective, spatial grids), reproduction procedure (mechanical, chemical, photograph ic), supporting glass-plate (accuracy of plainness of one surface or planparallelism of both surfaces, thickness of plates), accuracy (of grid points or of their calibration), etc.

Digitale Tijdschriftenarchief Stichting De Hollandse Cirkel en Geo Informatie Nederland

Tijdschrift voor Kadaster en Landmeetkunde (KenL) | 1967 | | pagina 29